CN205558913U - Monitoring system for stratum warp during shield constructed construction - Google Patents
Monitoring system for stratum warp during shield constructed construction Download PDFInfo
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- CN205558913U CN205558913U CN201620390124.XU CN201620390124U CN205558913U CN 205558913 U CN205558913 U CN 205558913U CN 201620390124 U CN201620390124 U CN 201620390124U CN 205558913 U CN205558913 U CN 205558913U
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- shield
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- monitor terminal
- microprocessor
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Abstract
The utility model relates to a shield constructs construction field, provides a monitoring system for stratum warp during shield constructed construction, it is including microprocessor, a plurality of monitor terminal, FLAC3D emulation subassembly, alarm and display, a plurality of monitor terminal with microprocessor connects, FLAC3D emulation subassembly the display the alarm with microprocessor connects. The beneficial effects of the utility model are that: a plurality of monitor terminal combine to form a control face, through the deformation condition of analysis monitoring face to foresee the stratum condition of warping. FLAC3D emulation subassembly can amplify monitor terminal's vertical height information data when building pattern, through the method of linear amplification or nonlinear amplification, reach the purpose that prediction is in advance subsided.
Description
Technical field
This utility model relates to shield-tunneling construction field, particularly relates to the monitoring system of stratum deformation in a kind of shield-tunneling construction.
Background technology
Although the construction technology of shield tunnel reaches its maturity both at home and abroad, shield quantity rises year by year, and the geological conditions of application is more extensive, and in subway work, the soil body is excavated by shield machine, carries out disturbance, destroys its initial balance, thus causes earth's surface to deform.But have many factors to affect earth's surface deformation, such as: the buried depth in tunnel, section, construction method, support form and hydrogeologic condition in shield-tunneling construction.In order to further appreciate that Ground Settlement Monitoring, and make shield-tunneling construction that surrounding environment influence to be minimized, tunnel is used shield construction to cause surface subsidence to make substantial amounts of research work by Chinese scholars, obtain some Forecasting Methodologies, mainly had: empirical method, model testing method, analytic method and numerical analysis method etc..
Empirical method is the shape according to the tunnel subsidence groove after excavating, and collects the data of monitoring, by the form of curve to represent, by ground settlement result, determines characteristic parameter, thus predict the sedimentation value on earth's surface.Analytic method is built upon on theoretical basis, thus obtains earth's surface deformation, and the various soil bodys are had the strongest adaptability.Simple boundary condition and initial condition are easily analyzed by analytic method, so stratum is assumed to uniformly by analytic method, plane strain problems, this makes it apply by bigger restriction, more cannot consider the execution conditions impact on strata deformation.In research shield tunnel construction causes the change of formation displacement, numerical simulation analysis method is a kind of important method of prediction earth's surface deformation.Mainly include limit elements method, finite difference calculus and boundary element method etc..Model testing method is in fixing laboratory, for the concrete condition of engineering, sets up model, is simulated test, thus draws the research method of ground movement rule.
Once there is sedimentation phenomenon in landform; extremely serious consequence can be brought to the people of surrounding; light then affect trip; heavy then can crisis life; such as the sedimentation accident of No. four lines of Shanghai Underground, Hangzhou Subway Xiang Hu station Beijing University area cave-in accident etc., research and develop the monitoring system of stratum deformation in a kind of shield-tunneling construction extremely urgent.
Stratum deformation immediate cause is caused by shield driving, mainly has the reduction of excavation face unstability, level of ground water, thrust correction excessive, frequent, hole body soil instability, shield body to leak with the frictional force of hole body, lining cutting generation gap, grouting pressure, lining deformation, lining cutting behind.Although the immediate cause of stratum deformation has a lot, but substantially can be divided into following 4 classes: the elastic-plastic deformation that the release of (1) reservoir stress produces, cause stratum counter-force to reduce；(2) soil pressure increases the compression produced, and causes vertical soil pressure to increase or stratum counter-force reduces；(3) elastic-plastic deformation that additional soil pressure produces, causes acting on soil pressure and increases；(4) elastic-plastic deformation produced with the physical property change of soil and time deformation, cause stratum bearing capacity to reduce.
Utility model content
For overcoming, stratum deformation in shield-tunneling construction cannot be monitored or detect the problem such as not in time in prior art, this utility model provides the monitoring system of stratum deformation in a kind of shield-tunneling construction, and concrete technical scheme is as follows:
The monitoring system of stratum deformation in a kind of shield-tunneling construction, including microprocessor, multiple monitor terminal, FLAC3D emulation component, alarm and display, multiple described monitor terminals are connected with described microprocessor, and described FLAC3D emulation component, described display, described alarm are connected with described microprocessor.Monitor terminal sends its position coordinates and vertical height information data to microprocessor, microprocessor i.e. sends FLAC3D emulation component to after carrying out data compilation, the information received is emulated by FLAC3D emulation component, and draw the dimensional topography of monitor terminal place plane over the display, FLAC3D emulation component sends the data after emulation to microprocessor, microprocessor determines after judging whether test ground exists sedimentation danger, as existed, i.e. feed back information to alarm and report to the police.
Further, the monitor terminal that multiple described monitor terminals are provided with at least three rows, and each row is in same plane.
Further, described in adjacent two rows, the distance between monitor terminal is equal, and the distance of adjacent two the described monitor terminals of same row is equal.
Further, monitor terminal place straight line described in arbitrary row is parallel with place, shield-tunneling construction tunnel axis.
Further, described FLAC3D emulation component is bi-directionally connected with described microprocessor.
Further, described microprocessor is also associated with input equipment, and described input equipment can arrange rational alarm threshold value according to ground soil property situation.
Further, described monitor terminal is bi-directionally connected with described microprocessor.
Multiple monitor terminals combine and form a monitoring face, by the deformation in analysis monitoring face, thus predict stratum deformation.FLAC3D emulation component can amplify the vertical height information data of monitoring terminal when modeling, by linear amplification or the method for non-linear amplification, reaches the purpose of look-ahead sedimentation.
Accompanying drawing explanation
Fig. 1 is this utility model preferably schematic diagram one；
Fig. 2 is this utility model preferably schematic diagram two；
In figure, 1, microprocessor；2, monitor terminal；3, FLAC3D emulation component；4, alarm；5, display；6, input equipment.
Detailed description of the invention
Below in conjunction with drawings and Examples, this utility model is further elaborated.Should be appreciated that specific embodiment described herein, only in order to explain this utility model, is not used to limit this utility model.
It is this utility model preferably schematic diagram one as shown in Figure 1, the monitoring system of stratum deformation in a kind of shield-tunneling construction, including microprocessor 1, multiple monitor terminal 2, FLAC3D emulation component 3, alarm 4 and display 5, multiple described monitor terminals 2 are connected with described microprocessor 1, and described FLAC3D emulation component 3, described display 5, described alarm 4 are connected with described microprocessor 1.Monitor terminal 2 sends its position coordinates and vertical height information data to microprocessor 1, microprocessor 1 i.e. sends FLAC3D emulation component 3 to after carrying out data compilation, the information received is emulated by FLAC3D emulation component 3, and draw the dimensional topography of monitor terminal place plane on display 5, FLAC3D emulation component 3 sends the data after emulation to microprocessor 1, microprocessor 1 determines after judging whether test ground exists sedimentation danger, as existed, i.e. feed back information to alarm 4 and report to the police.
As preferred embodiment, multiple described monitor terminals are provided with at least three rows, preferably 5 rows, and the monitor terminal on each row and are in same plane；Described in adjacent two rows, the distance between monitor terminal is equal, and the distance of adjacent two the described monitor terminals of same row is equal；Monitor terminal place straight line described in arbitrary row is parallel with place, shield-tunneling construction tunnel axis.
Specifically, described FLAC3D emulation component is bi-directionally connected with described microprocessor.Multiple monitor terminals combine and form a monitoring face, by the deformation in analysis monitoring face, thus predict stratum deformation.FLAC3D emulation component can amplify the vertical height information data of monitoring terminal when modeling, by linear amplification or the method for non-linear amplification, reaches the purpose of look-ahead sedimentation.
As shown in Figure 2, it is this utility model preferably schematic diagram two, the monitoring system of stratum deformation in a kind of shield-tunneling construction, including microprocessor 1, multiple monitor terminal 2, FLAC3D emulation component 3, alarm 4, display 5 and input equipment 6, multiple described monitor terminals 2 are connected with described microprocessor 1, and described FLAC3D emulation component 3, described display 5, described alarm 4 are connected with described microprocessor 1；Described input equipment 6 input is connected with described microprocessor 1.Monitor terminal 2 sends its position coordinates and vertical height information data to microprocessor 1, microprocessor 1 i.e. sends FLAC3D emulation component 3 to after carrying out data compilation, the information received is emulated by FLAC3D emulation component 3, and draw the dimensional topography of monitor terminal place plane on display 5, FLAC3D emulation component 3 sends the data after emulation to microprocessor 1, microprocessor 1 determines after judging whether test ground exists sedimentation danger, as existed, i.e. feed back information to alarm 4 and report to the police.
As preferred embodiment, multiple described monitor terminals are provided with at least three rows, preferably 5 rows, and the monitor terminal on each row and are in same plane；Described in adjacent two rows, the distance between monitor terminal is equal, and the distance of adjacent two the described monitor terminals of same row is equal；Monitor terminal place straight line described in arbitrary row is parallel with place, shield-tunneling construction tunnel axis.Monitor terminal is bi-directionally connected with microprocessor, if the warning that simply respective regions causes, when alarm is reported to the police, warning message is passed to the monitor terminal in region, relevant position by microprocessor, and the monitor terminal of relevant position also can embody different from other monitor terminals by the mode such as color, flash of light.
Specifically, described FLAC3D emulation component is bi-directionally connected with described microprocessor.Multiple monitor terminals combine and form a monitoring face, by the deformation in analysis monitoring face, thus predict stratum deformation.FLAC3D emulation component can amplify the vertical height information data of monitoring terminal when modeling, by linear amplification or the method for non-linear amplification, reaches the purpose of look-ahead sedimentation.
Described above illustrate and describes preferred embodiment of the present utility model, as previously mentioned, it is to be understood that this utility model is not limited to form disclosed herein, it is not to be taken as the eliminating to other embodiments, and can be used for other combinations various, amendment and environment, and can be modified by above-mentioned teaching or the technology of association area or knowledge in utility model contemplated scope described herein.And the change that those skilled in the art are carried out and change are without departing from spirit and scope of the present utility model, the most all should be in the protection domain of this utility model claims.
Claims (7)
1. the monitoring system of stratum deformation in a shield-tunneling construction, it is characterised in that include microprocessor, Duo Gejian
Control terminal, FLAC3D emulation component, alarm and display, multiple described monitor terminals and described micro-process
Device connects, and described FLAC3D emulation component, described display, described alarm are connected with described microprocessor.
The monitoring system of stratum deformation in a kind of shield-tunneling construction the most as claimed in claim 1, it is characterised in that many
The monitor terminal that individual described monitor terminal is provided with at least three rows, and each row is in same plane.
The monitoring system of stratum deformation in a kind of shield-tunneling construction the most as claimed in claim 2, it is characterised in that phase
Described in adjacent two rows, the distance between monitor terminal is equal, the distance phase of adjacent two the described monitor terminals of same row
Deng.
The monitoring system of stratum deformation in a kind of shield-tunneling construction the most as claimed in claim 3, it is characterised in that appoint
Monitor terminal place straight line described in one row is parallel with place, shield-tunneling construction tunnel axis.
The monitoring system of stratum deformation in a kind of shield-tunneling construction the most as claimed in claim 4, it is characterised in that institute
State FLAC3D emulation component to be bi-directionally connected with described microprocessor.
The monitoring system of stratum deformation in a kind of shield-tunneling construction the most as claimed in claim 5, it is characterised in that institute
State monitor terminal to be bi-directionally connected with described microprocessor.
The monitoring system of stratum deformation in a kind of shield-tunneling construction the most as claimed in claim 6, it is characterised in that institute
State microprocessor input and be also associated with input equipment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620390124.XU CN205558913U (en) | 2016-04-28 | 2016-04-28 | Monitoring system for stratum warp during shield constructed construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620390124.XU CN205558913U (en) | 2016-04-28 | 2016-04-28 | Monitoring system for stratum warp during shield constructed construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205558913U true CN205558913U (en) | 2016-09-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620390124.XU Expired - Fee Related CN205558913U (en) | 2016-04-28 | 2016-04-28 | Monitoring system for stratum warp during shield constructed construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205558913U (en) |
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2016
- 2016-04-28 CN CN201620390124.XU patent/CN205558913U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160907 Termination date: 20170428 |
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| CF01 | Termination of patent right due to non-payment of annual fee |